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1000 M.T. GODOWN AT MAIN MANDI YARD ALOT BASED ON - MP PWD BUILDING SOR INFORCE FROM 01-08-2014 SCHEDUEL OF ITEMS No. Particuler of Item Quantity Unit Rate 1 { S.O.R. ITEM No. 2.6} 145.17 Cum. 129.00 2 { S.O.R. ITEM No. 4.1.1.4} 85.26 Cum. 3890.00 3 { S.O.R. ITEM No. 5.1.1} 65.18 Cum. 5091.00 4 { S.O.R. ITEM No. 5.2.1} 15.89 Cum. 5202.00 5 { S.O.R. ITEM No. 6.5.2} 45.02 Cum. 4155.00 Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (No extra Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : With 40mm nominal size graded stone Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth Reinforced cement concrete work (with 20mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and up to floor two level excluding cost of Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg /cm2 and water absorpt ion not more than 20% in foundation and plinth i/c curing etc complete. 6.5.2 Cement

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Page 1: Documents1

1000 M.T. GODOWNAT MAIN MANDI YARD ALOT

BASED ON - MP PWD BUILDING SOR INFORCE FROM 01-08-2014SCHEDUEL OF ITEMS

No. Particuler of Item Quantity Unit Rate

1

{ S.O.R. ITEM No. 2.6} 145.17 Cum. 129.00

2

{ S.O.R. ITEM No. 4.1.1.4} 85.26 Cum. 3890.00

3

{ S.O.R. ITEM No. 5.1.1} 65.18 Cum. 5091.00

4

{ S.O.R. ITEM No. 5.2.1} 15.89 Cum. 5202.005

{ S.O.R. ITEM No. 6.5.2} 45.02 Cum. 4155.00

Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : With 40mm nominal size graded stone aggregate. M 10 - Grade concrete

Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : M 20 –Grade Concrete

Reinforced cement concrete work (with 20mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and up to floor two level excluding cost of centering, shuttering, finishing and reinforcement : M 20 –Grade Concrete.

Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg /cm2 and water absorpt ion not more than 20% in foundation and plinth i/c curing etc complete. 6.5.2 Cement Mortar 1:6 (1 cement : 6 sand).

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No. Particuler of Item Quantity Unit Rate6

{ S.O.R. ITEM No. 6.4.2 } 65.67 cum 4350.00

7

{ S.O.R. ITEM No. 4.11} 38.72 Sqm. 247.00

8

{ S.O.R. ITEM No. 5.9.1} 287.21 Sqm. 174.00

9

{ S.O.R. ITEM No. 5.9.3} 145 sqm 264.00

10

{ S.O.R. ITEM No. 5.16.4} 9136.04 kg 62.90

11

{ S.O.R. ITEM No. 13.1.2} 647.23 Sqm. 110.00

12

{ S.O.R. ITEM No. 13.49.1} 647.23 sqm 64.00

Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg I cm2 and water absorpt ion not more than 20% in superstructure above plinth level and up to floor two level i/c curing etc complete. 6.6.2 Cement Mortar 1:6 (1 cement : 6 sand)

Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform.

Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform.

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire up to floor two level including all wastage etc. complete. Hot rolled deformed bars

12 mm cement plaster of mix : 1:6 (1 cement : 6 sand)

Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: 13.49.1 Two or more coats on new work

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No. Particuler of Item Quantity Unit Rate13

{ S.O.R. ITEM No. 10.10.1} 540 kg 106.85

14

{ S.O.R. ITEM No. 10.27.1} 3 sqm 792.45

15

{ S.O.R. ITEM No. 9.43.1} 90 kg 91.00

16

{ S.O.R. ITEM No. 10.6.3 } 25.92 sqm 1716.15

Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side /top /centre hung with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of Cement Concrete 1:3:6 (1 Cement : 3 sand : 6 graded stone aggregate 20 mm nominal size).

Providing and fixing glass panes/ steel sheet/ Fibre sheet with putty and glazing clips in steel doors, windows, clerestory windows all complete. With 4.0 mm thick glass panes.

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding.

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to I.S. 4454- part-1 and M.S. top cover of required thickness for rolling shutters. 80x0.90 mm M.S. laths with 0.90 mm thick top cover.

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No. Particuler of Item Quantity Unit Rate17

{ S.O.R. ITEM No. 13.68.1} 564.8 Sqm. 53.00

18

{ S.O.R. ITEM No.4.1.1.2} 104.18 cum 4933.00

19

{ S.O.R. ITEM No.2.28} 382.36 cum 471.00

20

{ S.O.R. ITEM No.2.27} 186.52 cum 672.00

21

{ S.O.R. ITEM No. 10.15.1 } 14798.69 kg 107.85

22

{ S.O.R. ITEM No. 10.18} 264.78 kg 83.85

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : With 20mm nominal size graded stone aggregate. M 20 – Grade concrete

Supplying and filling in plinth with hard muram/hard copra under floors including watering ramming cosolidating in layers not exceeding 20cm in depth and dressing complete.

Supplying and filling in plinth with crusher stone dust I coarse sandunder floors including, watering, ramming consolidating in layers not exceeding 20cm in depth and dressing complete

Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses/frame work etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes

Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.

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No. Particuler of Item Quantity Unit Rate23

{ S.O.R. ITEM No. 12.15 } 1105.23 Sqm. 652.00

24

{ S.O.R. ITEM No. 12.16.1 } 36.75 rm 722.00

25

non S.O.R. ITEM 10 no. 10000.00

Sub Engineer Ass. Engineer / Exe. EngineerM.P. State Agri. Markt Board M.P. State Agri. Markt Board

sub divi. Mandsaur tech.divi. Mandsaur

Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm + 0.05 %, total coated thickness with zinc coating 120 gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm + 0.05 % total coated thickness, Zinc coating 120gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Ridges plain (500 - 600mm).

Provieding and fixing wind blower as per requred desigen